. Proceedings of the annual convention . ES AT ^TOP AND LOWEST HOLES —SLOPE MIRRORS HELD ACROSS FLANGES AT iTOP HOLE FIG. 6 LOCATION OF JOINT GAGESAND POSITION OF SLOPE MIRRORS Stresses in Models of Floorbeam Hangers 85 BENDING STRESSFROM MEASURED STRAII Sec Avg. of Avq. of d>,f n per If BendStrommicrorpefin 8endStr«s k si Avq LSRksi IL 819 296 558 262 IR 337 809 573 236 235 2L 803 337 570 233 2R 365 792 579 214 3L 783 368 576 208 3R 394 772 583 189 4L 608 552 580 28 .28 34 4R 545 625 585 40 .40 5L 518 641 580 62 .62 .51 5R 625 546 586
. Proceedings of the annual convention . ES AT ^TOP AND LOWEST HOLES —SLOPE MIRRORS HELD ACROSS FLANGES AT iTOP HOLE FIG. 6 LOCATION OF JOINT GAGESAND POSITION OF SLOPE MIRRORS Stresses in Models of Floorbeam Hangers 85 BENDING STRESSFROM MEASURED STRAII Sec Avg. of Avq. of d>,f n per If BendStrommicrorpefin 8endStr«s k si Avq LSRksi IL 819 296 558 262 IR 337 809 573 236 235 2L 803 337 570 233 2R 365 792 579 214 3L 783 368 576 208 3R 394 772 583 189 4L 608 552 580 28 .28 34 4R 545 625 585 40 .40 5L 518 641 580 62 .62 .51 5R 625 546 586 40 .40 6L 448* 645 547 99 98 .85 6R 62 4 481 553 72 72 \ \\ \ \ V \ 1 STD S-D-- 1 \ (^ME MOD S-D- ^ \ ^ 1 \ \ \ \\ 10 12 3 BENDING STRESS, ksi MEASURED HANGER LOAD Sec AvgStrommicro. ksi MeosLood kips IL 558 2L 570 567 3L 576 4L 580 5L 580 6L 547 IR 573 2R 579 576 3R 583 5 80 4R 585 5R 586 6R 553 HANGER PROPERTIES: Area-0686 sq in ,940,000 PSi 1] [1 TYPIC I I SECT YPICAL FORIONS 1-6 Not mcludtd iir Avq Load FIG. 7RESULTS OF TEST A MEASURED STRAINS ANDHANGER BENDING STRESS 86 Iron and Steel Structures (O
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
